A Method for Calculating the Earth Pressure Acting on a Retaining Wall Considering the Effect of an Adjacent Single Pile Composite Foundation

被引：0
|
作者：
Li, M. [1 ]
Xin, Y. [1 ]
Chen, H. [1 ]
Zhao, S. [2 ,3 ]
Jin, J. [1 ]
Wu, L. [1 ]
机构：
[1] Zhengzhou Univ, Sch Civil Engn, Zhengzhou, Peoples R China
[2] China Railway 15 Bur Grp Co Ltd, Shanghai, Peoples R China
[3] Urban Rail Transit Engn Co Ltd China Railway 15th, Luoyang, Henan, Peoples R China
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2023年 / 60卷 / 03期
基金：
中国国家自然科学基金;
关键词：
Compilation and indexing terms; Copyright 2025 Elsevier Inc;
D O I：
10.1007/s11204-023-09892-1
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
For an excavation project, the existence of adjacent composite foundations influences the earth pressure on the retaining wall, which will have a significant implication for the design and construction of the excavation project. In this paper, a simplified method is proposed to assess the influence of an adjacent single pile composite foundation in the calculation of earth pressures on a retaining wall, in which the pile-soil interaction within the composite foundation is considered. Comparison was made between the proposed method and the existing methods where the pile-soil interaction is ignored, which shows that the existing methods can overestimate or underestimate the earth pressure to a large extent. For the excavation project considered in this research, when the pile-excavation distance exceeds seven times the pile diameter, the influence of the composite foundation can be reasonably ignored.
引用
收藏
页码：277 / 287
页数：11
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